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1)  the entire proceeding analyses theory
全过程理论分析
1.
To be in light of the fault of increase coefficient of bias distance η formula in current lightweight aggregate concrete standard in practice,considering the influence of two stepped moments by using the entire proceeding analyses theory,we reached the η of corresponding side and side deflection f and curvature φ of circular cross section biasing structure whose column ends are different.
针对轻骨料混凝土设计规范中偏心距增大系数η计算公式在应用方面有待于完善的问题,采用全过程理论分析并考虑二阶弯矩的影响,得出了在不同端弯矩下圆形截面偏压构件控制截面处截面曲率φ、侧向挠度f与相应的η值。
2)  complete analysis
全过程分析
1.
The complete analysis forcalculating RC columns is given and the results acquired from it have turned out to bewell in agreement with the test data.
通过12根钢筋混凝土单、双向压弯构件的试验,探讨了水平荷载的作用方向、轴压比、配箍率、纵筋布置方式等对钢筋混凝土压弯构件抗震性能的影响,并编制了压弯构件的全过程分析程序。
3)  full-range analysis
全过程分析
1.
After considering the fatigue residual strain,fatigue degeneration of elastic modules and strength,fatigue full-range analysis of partially prestressed concrete beams with CFRP tendons were carried out by secondary empolder of ANSYS.
在综合考虑疲劳残余应变、疲劳弹性模量退化及疲劳强度退化等的基础上,基于ANSYS二次开发实现了部分预应力CFRP筋混凝土梁的疲劳全过程分析。
2.
This paper uses trial and error method of static balance and method of conjugate beam to writes a computation and analysis program for member reinforced with carbon fiber,which can acquire displacement and relevant internal stress under each loading or displacing,and consequently,realize full-range analysis for reinforce beam.
采用静力平衡关系,利用虚梁法(或称共轭梁法)编制了粘贴碳纤维加固后构件的计算分析程序,获得任意一级加载或位移后的位移和相应的内力,从而达到对加固梁进行全过程分析的目的,计算结果和试验结果吻合良好。
3.
And full-range analysis is conducted for the bearing capacity of the mid-span section.
为了研究活性粉末混凝土(RPC)桥梁的设计理论与设计方法,本文对RPC T形桥梁进行了设计和静载试验,并对跨中截面承载力进行了全过程分析。
4)  full range analysis
全过程分析
1.
The methods are also presented in full range analysis on the ultimate strength curve calculation.
根据弯曲强度理论的基本假定,推导出偏心受力构件受力分析的基本公式,阐述了基本公式应用于构件受力全过程分析和求承载力相关曲线的方法步骤。
2.
According to the full range analysis about this kind of column under axial compression,the factors affecting the ultimate bearing capacity were analyzed,and it was compared with short columns of profiled steel reinforced concrete,and the advantages of this kind of encased steel concrete composite columns are recognized.
通过对这种组合短柱在轴心压力作用下的全过程分析,分析了影响其极限承载力的因素,并与型钢混凝土轴压短柱进行了对比,得出了这种组合柱的一些优点。
3.
The methods are also presented in full range analysis and the ultimate strength curve calculation.
根据弯曲强度理论的基本假定,推导出偏心受力构件受力分析的基本公式,阐述了基本公式应用于构件受力全过程分析和求承载力相关曲线的方法步骤
5)  complete path analysis
全过程分析
1.
six aspects are get in the complete path analysis by RC member suffered force analysis, and comp utes results by making use of the step iterative method.
根据平截面的基本假定 ,以偏心受力构件受力分析的基本公式为基础 ,讨论了结构在全过程分析中存在的六种情况 ,并运用逐步迭代法加以计算。
2.
The nonlinear complete path analysis of reinforced concrete arbitrary cross-section is traced.
用弧长法对钢筋混凝土弯压构件进行截面非线性全过程分析,分析结果与其它文献结果符合较好。
6)  complete process analysis
全过程分析
1.
Stability problems of latticed shells are thoroughly studied by load-deflection complete process analysis.
通过荷载-位移全过程分析对各种形式网壳结构的稳定性能进行了深入研究。
补充资料:随机过程分析(见统计分析)


随机过程分析(见统计分析)


suj ij guocheng随机过程分析fenXi 见统计分析。
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